332 4th St ROOF19-0060 Metal PERMIT NUMBER
ROOF NON SHINGLE PERMIT
ROOF19-0060
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD ISSUED: 7/26/2019
-ding, ATLANTIC BEACH. FL 32233 EXPIRES: 1/22/2020
MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION.
ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING
CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES .
ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY.
NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property
that may be found in the public records of this county, and there may be additional permits required from other
governmental entities such as water management districts,state agencies, or federal agencies.
JOB ADDRESS: PERMIT TYPE: DESCRIPTION: VALUE OF WORK:
332 4TH ST ROOF NON SHINGLE METAL ROOF $30000.00
TYPE OF REALESTATE ZONING: BUILDING USE SUBDIVISION:
CONSTRUCTION: NUMBER: GROUP:
1698160000 ATLANTIC BEACH
COMPANY: ADDRESS: CITY: STATE: ZIP:
AMERICAN ROOFING OF 2117 University Blvd. S JACKSONVILLE FL 32216
JACKSONVILLE
OWNER: ADDRESS: CITY: STATE: ZIP:
JOOST STEPHEN 10743 WAVERLY BLUFF WAY JACKSONVILLE FL 32223
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT
IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF
COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
LIST OF CONDITIONS
Roll off container company must be on City approved list . Container cannot be placed on City right-of-way.
DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT
BUILDING PERMIT 455-0000-322-1000 0 $205.00
BUILDING PLAN CHECK 4SS-0000-322-1001 0 $102.501
STATE DBPR SURCHARGE 4SS-0000-208-0700 0 $4.61
0 $3.08
STATE DCA SURCHARGE 4ss-0000-208-0600
TOTAL: $315.19
Issued Date: 7/26/2019 1 of 2
City of Atlantic Beach APPLICATION NUMBER
Building Department (To be assig,ned by the Building Department.)
800 Seminole Road C� 0
Atlantic Beach, Florida 32233-5445
Phone(904)247-5826 - Fax(904)247-5845
oil E-mail: building-dept@coab.us Date routed: __J1
City web-site: hftp://www.coab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: �L Dep
=R,rtment review required Yes No
Z-Building_)
Applicant: __P1anning &Zoning
Tree Administrator
Project: Public Works
Public Utilities
Public Safety
Fire Services
Review fee $ Dept Signature
Other Agency Review or Permit Required Review or Receipt Date
of Permit Verified By
Florida Dept. of Environmental Protection
Florida Dept. of Transportation
St. Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
APPLICATION STATUS
Reviewing Department First Review: [Approved. ElDenied. []Not applicable
(Circle one.) Comments:
CTE!�) -7,12--1 ?
PLANNING &ZONING Reviewed by: Date:
TREE ADMIN. Second Review: DApproved as revised. F]Denied. U F]Not applicable
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: E]Approved as revised. E]Denied. []Not applicable
Comments:
Reviewed by: Date:
Revised 05/19/2017
OFFICE COPY
Building Permit Application Updated 12/8/17
City of Atlantic Beach
800 Seminole Road,Atlantic Beach,FL 32233
Pho e:(90�4)247-58 F (904)247-5845 C)0 0 0(c
Job Address: Permit Number:
Legal Description t1,9 /1-/–-"V RE# 11,106 122:26
Valuation of Work(Replacement Cost) cy DI Heated/Cooled SF Non-Heated/Cooled
• Class of Work(Circle on§��ew 4ddition Alteration Repair Move Demo Pool Window/Door
• Use of existi ng/p ro posed structure(s)(Circle one): CommerciaCWe—idential
• If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No(=NA
• Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal
Describe in detail the type of work to be performed:
/n 0 !�
'en/W
41r- , �9
Z
Florida Product Approval# V f6r multiple products use producirappr I form
Property Owner Information
Name: 6_16K111Z2) r Address: L02V tA6Z ZUPve' aP�
city State i-� zip 39323 Phone
E-Mail jo-or & tlj%�Cltte_5k�&:yy
Owner or Agent(if Agent,Power of Attorney or Agency Letter Required)
Contractor Information
Name of Company: American Roofing of Jacksonville,LLC. Qualifying Agent: Dan Kinkel
tjj-r.L
Address 2117 University Blvd S City Jacksonville :::: on" ilk i y
OfficePhone 904-38S-4375 Job Site/Contact Number 904_3�853 ��l V 1111=name
State Certification/Registration# RC29027546 —E-Mail admin@americanroofingjax.com
Architect Name&Phone# NA
Engineer's Name&Phone# INA 2
Workers Compensation Builder's Mutal Insurance#WCP1052393,expiration 5/3/2019
Exempt/Insurer/Lease Employees/Expiration Date
Application is hereby made to obtain a permit to do the work and installations as indicated.I cert iarilaas
commenced prior to the issuance of a permit and that all work will be performed tc AXENOV0=01 "V
construction in this jurisdiction. I understand that a separate permit must be secured for ELECGityLQfQMMtWk It L
WELLS, POOLS,FURNACES, BOILERS,HEATERS,TANKS,and AIR CONDITIONERS,etc.NOTICE:In addition to the requirements of this
permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and
there may be additional permits required from other governmental entities such as water management districts,state agencies,or
federal agencies.
OWNER'S AFFIDAVIT:I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FIN G, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING Y NO ICE OF COMMENCEMENT.
(Sign`a)-r5k Owner or Agent) (Signature of Contr or)
Wuding contractor)
Signed anid sworn to(or affitl!Lmd)b fore me this. day of Signed and sworn to(or aff rmed)before me tJhis,,gJday f
q1 e
o -ZoAct TeX, 20/9 b
i
Personally Known OR<_) (Signature of Notary) –+I-Personally Known OR —(Signa@re of
Produced Identification Denise X Ennis [ ]Produced Identification
Type of Identification: NQTARy;4 Im in Type of Identification:
B.,,d.d Thru N�ty Public Undevriters
UNI GINDLESPERGER
STATE OF FLORIDA MY ICOMMISSION#FF 924951
20
Comm#FF966426 EXPIRES:October 6,2019
Expires 3/11/2020
A 1%—Jci kir %—%J1V11VM11%—Z1V1z1N I V! I I U!:� k,j U r- I
r er?y / -Pr- f2o or/9 — 006 0
State of Florida Tax Folio No.
County of pUyal
To Whom It May Concern:
The undersig
,ned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of
the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT.
0
Legal Description of property being improved:
C,
5-69 16-2S-29E.175 Atlantic Beach Lot 11,PT Lot 13 RECD O/R 17721-548 BLK 5
Address of property being improved: 332 4th.Street
General description of improvements:_Nezf QustQrn Home
Owner: Steph 100-ke Address: 10743 Waverly Bluff Way Jacksonville,FL 32223
Owner's interest in site of the improvement: Resid�nce
Fee Simple Titleholder(if other than owner):
Name:
Contractor: Bosco Building Contractors,Inc.
Address: 21 sa mayport Rd. Jacksonvolle F1 3993.1
Telephone No.: 904-2,41-0320 — Fax No: go4-241-0326
Surety(if any) n/a
Address: Amount of Bond
Telephone No: Fax No:
Name and address of any person making a loan for the construction of the improvements
Name: n/n
Address:
Phone No: Fax No:
Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other docurnents may be
served: Name: n/a
Address:
Telephone No: Fax No:
In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section
713.06(2)(b),Florida Statues. (Fill in at Owner's option)
Name: n/a
Address:
Telephone No: Fax No:
Expiration date of Notice of Commencement(the expiration date is one (1)year from the date of recording unless a different date is
specified):
THIS SPACE FOR RECORDER'S USE ONLY OWNER
Signed: Date: -14
Before me this g��3 day of 'he ou y of Duval,State
Of Florida,has personally appeared 7Z-W—�I[CO z
Notary Public at Large,State of Florida,County of Duvel.
My commission e i res:
#20182W1 6,OR BK 18617 Page 1186, Personally Known: or
nber Pages:I
Produced Identification: U01 Rbv M r-4 a
Recorded 12/04/2018 03:06 PM, 4"- - —
RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL STATE OF F L-ORIDA
COUNTY
RECORDING $10.00 Conwi#FF966426
Expires 311/2020
PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH,FLORIDA
Project Name: Joost Residence Permit 41206FICI-0666
Project Address: 332 4th Street, Altantic Beach, FL 32233
As reqw*red by Florida Statute 553.842 and Florida Administrative Code Rule 913-72,please provide the information and product approval number(s)
for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact
your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide
product approval may be obtained at: www.flon*dabuilding rg.
Category/Subcategory Manufacturer Product Description Limitation of Use State 9 Local 4
A. EXTERIOR DOORS
2. Sliding
3. Sectional
4. Roll up
5. Automatic
6. Other
B.WINDOWS
1. Single hung
2. Horizontal slider
3. Casement
4. Double hung
5. Fixed
6. Awning
7. Pass-through
8. Projected
9. Mullion
10. Wind breaker
11. Dual action
UWUL WHY
12. Other
Category/Subcategory Manufacturer Product Description Limitation of Use State 9 Local 4
C. PANEL WALL
1. Siding
2. Soffits
3. EIFS
4. Storefronts
5. Curtain walls
6. Wall louvers
7. Glass block
8. Membrane
9. Greenhouse
10. Synthetic stucco
11. Other
D. ROOFING PRODUCTS
1. Asphalt shingles Atlas Architectural Shingles Above 2/12 pitch FL 16305
2. Underlayments Mid States Rgh Temp,Peel N Stick Above 2/12 pitch FL 17401.R4
3. Roofing fasteners
4. Nonstructural metal roof GulfCoast Supply Gulftok Standing Seam Above 2/12 pitch FL 11651.R2
5, Bwilt-up roofing
6. Modified bitumen
7. Single ply roofing
8. Roofing.tiles
9. Roofing insulation
10. Waterproofing
11. Wood shingles/shakes
12. Roofing slate
13. Liquid applied roofing
14. Cement-adhesive coats
15. Roof tile adhesive
16. Spray applied polyurethane
roof
2. Other
Category/Subcategory Manufacturer Product Description Limitation of Use State 4 Local 9
H. NEW EXTERIOR
ENVELOPEPRODUCTS I
2.
in addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the
Contractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacturer's printed specifications and installation
instructions along with this Product Approval Sheet.
I certify that this product approval list is true and correct to the best of my knowledge. I further certify that use of different components other than the ones
listed in this document must be approved by the Bwilding Official.
(Contractor Name) (Pnint Name) Dan Kinkel (Signature
Company Name. American Roofing of Jacksonville,LLC.
Mailing Address: 2117 University Blvd S
City: Jacksonville State: FL Zip Code: 32216
Telephone Number: 904 385-4375 Fax Number:
Cell Phone Number: 904 226-1205 E-mail Address: dan@arnen'canroofingj'ax.com
Certificate of Authorization No. 29824
17520 Edinburgh Drive
CREEK Tampa, FL 33647
TECHNICAL SERVICES, LLC (813)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE,6THEDITION(2017)
Manufacturer: MID-STATES ASPHALT AND CANT STRIP, INC. Issued October 11, 2017
1637 51 st Street
Tuscaloosa,AL 35401
(800)489-2391
www.msaroof.com
Manufacturing Location: Tuscaloosa,AL
Quality Assurance: UL LLC(QUA9625)
SCOPE
Category: Roofing
Subcategory: Underlayments
Code Sections: 1504.3.1, 1507.1.1
Properties: Physical properties
PRODUCT DESCRIPTION AND LIMITS OF USE
QUIK-Stick Ice&Water QUIK-Stick Ice & Water Granular is an ASTM D 1970 self-adhesive underlayment
Granular constructed from SBS modified asphalt, a fiberglass mat reinforcement and surfaced
with granules. The product is supplied in 2-sq. rolls with nominal dimensions of 3-ft x
66.8-ft and has a nominal thickness of 50 mils.
QUIK-Stick Ice &Water Granular is permitted to be used as prescribed in FBC Section
1507.1.1 for mechanically attached roofing coverings. Exposure on the roof deck shall
be limited to a maximum 30 days.
QUIK-Stick Ice&Water QUIK-Stick Ice & Water Sand is an ASTM D 1970 self-adhesive underlayment
Sand constructed from SBS modified asphalt with a fiberglass mat reinforcement and surfaced
with sand. The product is supplied in 2-sq. rolls with nominal dimensions of 3-ft x 66.8-ft
and has a nominal thickness of 50 mils.
QUIK-Stick Ice & Water Sand is permitted to be used as prescribed in FBC Section
1507.1.1 for mechanically attached roofing coverings. Exposure on the roof deck shall
be limited to a maximum 30 days.
QUIK-Stick HT QUIK-Stick HT is an ASTIVI D 1970 self-adhesive underlayment constructed from SIBS
(High Temperature) modified asphalt with a fiberglass mat reinforcement and poly-fabric surface. The
product is supplied in 2-sq. rolls with nominal dimensions of 3-ft x 66.8-ft or 3-ft 3-in x 61-
ft and has a nominal thickness of 60 mils.
QUIK-Stick HT is to be used as prescribed in FBC Section 1507.1.1. QUIK-Stick HT is
permitted to be used with adhered clay or concrete tile roofing using either ICIP
Adhesives Polyset AH-160 (ICP Adhesives and Sealants, Inc.). Exposure on the roof
deck shall be limited to a maximum 90 days.
The maximum roof slope shall be 6:12 when used with clay or concrete tile installations
without battens. Tile shall be stored on battens for roof slopes greater than 6:12. Tiles
shall not be stacked greater 10 tiles per stack.
MSA17001 FL17401-R4 Page 1 of 4
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
MID-STATES ASPHALT AND CANT STRIP, INC
CREEK Self-Adhering Underlayments
TECHNICAL SERVICEs, LLC
QUIK-Stick HT Pro QUIK-Stick HT Pro is an ASTM D 1970 self-adhesive underlayment constructed from
(High Temperature) SBS modified asphalt with a fiberglass mat reinforcement and poly-fabric surface. The
product is supplied in 2-sq. rolls with nominal dimensions of 3-ft x 66.8-ft and has a
nominal thickness of 60 mils.
QUIK-Stick HT Pro is permitted to be used as prescribed in FBC Section 1507.1.1 for
mechanically attached roofing coverings. Exposure on the roof deck shall be limited to a
maximum 30 days.
QUIK-StIck FS QUIK-Stick FS is an ASTM D 1970 self-adhesive underlayment constructed from SIBS
(Film Surface) modified asphalt with a fiberglass mat reinforcement and textured film surface. The
product is supplied in 2-sq. rolls with nominal dimensions of 3-ft x 66.8-ft and has a
nominal thickness of 45 mils.
QUIK-Stick FS is permitted to be used as prescribed in FBC Section 1507.1.1 for
mechanically attached roofing coverings. Exposure on the roof deck shall be limited to a
maximum 30 days.
PRODUCT APPLICATION
Min. Roof Slope: 2:12 or in accordance in with the FBC
Application: All undedayments shall be installed in accordance with the FBC.
Deck substrates shall be clean, dry and free from any irregularities and debris. All
fasteners in the deck shall be checked for protrusion and corrected prior to underlayment
application. Prior to beginning installation, the underlayment shall be unrolled and
allowed to relax for a minimum of 3-5 minutes.
The underlayment shall be installed with the release backer removed and pressed firmly
into place to ensure complete contact with the deck. The underlayment shall be installed
with the roll length parallel to the eave, starting at the eave, and with minimum 3" side
laps and minimum 6"end laps staggered min. 6-ft.from preceding course.
It is permissible to back nail the underlayment 12-inches on-center as needed(nails shall
be installed perpendicular to deck with the nail heads flush to the top surface of the
underlayment).
Min.Application 40'F- Contact the manufacturer when installing at temperatures below the minimum
Temperature: appli�ation temperature.
WIND RESISTANCE
The Maximum Design Pressures shown below were calculated using a 2:1 margin of safety per FBC Section 1504.9.
Underlayment System No.1 —QUIK-Stick HT oni
Roof Deck: Min. 15/32-inch CDX plywood attached to wood supports spaced a maximum 24"o.c.
Underlayment: QUIK-Stick HT shall be fully adhered to the optionally primed plywood deck.
Maximum Design -52.5 psf
Pressure:
MSA17001 FL17401-R4 Page 2 of 4
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use,or other product attributes that are not
specifically addressed herein.
j-
MID-STATES ASPHALT AND CANT STRIP,INC
CREEK Self-Adhering Underlayments
TECHNICAL SERVICES, LLC
GENERAL LIMITATIONS
1) This evaluation report is not use in the HVHZ.
2) Fire Classification is not within the scope of this evaluation.
3) Installation of the evaluated product shall comply with this report,the FBC, and the manufacturers published
application instructions. Where discrepancies exist between these sources, the more restrictive and FBC
compliant installation detail shall prevail.
4) The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction.
5) The space under the deck area shall be properly ventilated in accordance with the FBC requirements.
6) All side lap seams shall be installed to shed water from the deck.
7) The underlayment may be used as described in other current FBC product approval documents.
8) Design wind load pressures shall be determined for components and cladding in accordance with FBC
1609.
9) The roof deck shall be designed by others in accordance with FBC requirements to resist the design wind
load pressures for components and cladding.
10) Maximum Design Pressures for a given underlayment shall meet or exceed the design wind loads
determined for the roof assembly.
11) All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61 G20-3.
REFERENCES
Entity Reoort No. Standard Year
PRI Construction Materials Technologies(TST5878) BWR-514-02-01 ASTM D 1970 2015a
PRI Construction Materials Technologies(TST5878) BWR-522-02-01 ASTM D 1970 2015a
PRI Construction Materials Technologies(TST5878) BWR-533-02-01 TAS 103 1995
PRI Construction Materials Technologies(TST5878) BWR-534-02-01 ASTM D 1970 2015a
ASTM D 4798 2011(2016)
PRI Construction Materials Technologies(TST5878) BWR-543-02-01 ASTM D 1970 2015a
PRI Construction Materials Technologies(TST5878) WRMI-011-02-01 ASTM D 1970 2015a
PRI Construction Materials Technologies(TST6049) MSA-007-02-01 UL 1897 2012
PRI Construction Materials Technologies(TST6049) MSA-026-02-01 ASTM D 1970 2015a
MSA17001 FL1 7401-R4 Page 3 of 4
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
UFFIC17 COPy
MID-STATES ASPHALT AND CANT STRIP, INC
CREEK Self-Adhering Underlayments.
TECHNICAL SERVIcEs, LLC
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code, 6th Edition(2017) as evidenced in the referenced documents submitted by the named manufacturer.
pp,
E N 2017.10.11
do
No 74021 11 :41 :31
-04'00'
STA
TE OF
0
Zachary R. Priest, P.E.
0 N
Florida Registration No.74021
Organization No.ANE9641
CERTIFICATION OF INDEPENDENCE
CREEK Technical Services, LLC does not have,nor will it acquire,a financial interest in any company manufacturing or distributing
products under this evaluation.
CREEK Technical Services, LLC is not owned,operated,or controlled by any company manufacturing or distributing products under
this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products
under this evaluation.
Zachary R.Priest,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the
product.
END OF REPORT
MSA17001 FL17401-R4 Page 4 of 4
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
OFFICE COPY .
Z0 '1"7!Wr1X
j&q]111111][41 W—"q:j:a JOLDILTZ-11 Gulkoa�t
SUPPLY & MANUFACTURING
TM
LOK
r 0 032" ALUMINUM GULFLg6�. " W11 4EL OVER 15/32" PLYWOOD
Product Evaluation Report
GULF COAST SUPPLY& MANUFACTURING, LLC.
0.032- Aluminum GulfLokTM 16" Wide Roof Panel over 15132" Plywood
Florida Product Approval #11651.2 R3
Florida Building Code 2017
Per Rule 61 G20-3
Method: 1 -D
Category: Roofing
Subcategory: Metal Roofing
Compliance Method: 61G20-3.005(1)(d)
NON HVHZ
Product Manufacturer:
Gulf Coast Supply & Manufacturing, LLC.
14429 SW 2nd Place, Suite G30
�A\EL S
Newberry, FL 32669
E IV
No. 75519 S
Engineer Evaluator:
Dan Kuhn, RE. #75519
Florida Evaluation ANE ID- 10743 STATE op
0 R I ID
Valiclator: ".0101VAL 0A0
Locke Bowden, RE. #49704
9450 Alysbury Place
Montgomery, AL 36117
Contents:
Evaluation Report Pages 1 - 5
FL#11651.2 R3 OCTOBER 5,2017
PRODUCT EVALUATION REPORT
KUHN ENGINEERING, LLC
1200 CLINT MOORE RD. SUITE 9,BOCA RATON,FL 33487 -FL COA#30464
I W"t
FLORIDA PRODUCT APPROVAL Gull 'Coz�
TM
Ir. 011k LOK
0.032" ALUMINUM GULFLOK 7M 16" WIDE ROOF PANEL OVER 15/32" PLYWOOD
Compliance Statement: The product as described in this report has demonstrated compliance with the
Florida Building Code 2017, Sections 1504.3.2.
Product Description: GulfLokTM,7/a" Nailstrip Roof Panel, Minimum 0.028" Aluminum, Maximum 16"
Coverage, Roof panel restrained with fasteners into minimum IV32" plywood
decking. Non Structural application.
Panel Material/Standards: Material: Minimum 0.028" Aluminum 3105 H-24 conforming to Florida Building
Code 2017 Section 1507.4.3.
Paint Finish Optional
Corrosion Resistance: Panel Material shall comply with Florida Building
Code 2017, Section 1507.4.3.
Panel Dimension(s): Thickness: 0.028" Minimum
Width.- 16" Coverage Maximum
Female Rib: 7/S" Tall
Male Rib: 3/4" Tall Rib with Slotted Strip
Panel Seam: Snap Lock
Panel Seam Sealant: Titebond Weathermaster Metal Roof Sealant apply 1/4"-5A6" diameter continuous
bead on the male rib for Assembly B only.
Panel Fastener: Through Panel Slot: (1)#10-12xl" PancakeType A
1/4" Minimum Penetration through Plywood.
Corrosion Resistance: Per Florida Building Code 2017, Section 1506.6, 1507.4.4
Substrate Description: Minimum 11/32" thick, APA Rated plywood over supports at maximum 24" O.C.
Design of plywood and plywood supports are outside the scope of this
evaluation. Must be designed in accordance w/Florida Building Code 2017.
Design Uplift Pressures: Table"A"
Panel Assembly A B
M
Maximum Total Uplift Design Fi�,ssure �2 5 osf 116 0 psf
Panel Slot Fastener Spacing 5 3/16" O.C. 5-�i6" O.C.
Seilar[ of, Mile Rib \0- USLID _S[D
*Design Pressure includes a Safety Factor= 2.0,
FL# 11651.2 R3 OCTOBER 5,2017
PRODUCT EVALUATION REPORT
KUHN ENGINEERING, LLC
1200 CIJNT M()ORF: RD. SUFFF.' 9.1 13()CA RATON,F1, 33487 - FL COA 930464
.......................... .....................................
FLORIDA PRODUCT APPROVAL Gull 'Cogs
TM
0 K
TM
0.032" ALUMINUM GULFLOK 16" WIDE ROOF PANEL OVER 15/32" PLYWOOD
Code Compliance: The product described herein has demonstrated compliance with the
Florida Building Code 2017, Sections 1504.3.2.
Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load
requirements of the Florida Building Code 2017, as relates to Rule 61 G20-3.
Performance Standards: The product described herein has demonstrated compliance with:
UL 580-06-Test for Uplift Resistance of Roof Assemblies
UL 1897-12 - Uplift Test for Roof Covering Systems.
Reference Data: 1. UL 580-94/ 1897-98 Uplift Test
Force Engineering &Testing, Inc. (FBC Organization #TST-5328)
Report No. 11 7-0337T-1 0 Dated 03/07/2011
2. Certificate of Independence
By Dan Kuhn, F.E. (FL#75519) @ Kuhn Engineering, LLC
(FBC Organization #ANE ID: 10743)
Test Standard Equivalence: 1- The UL 580-94 test standard is equivalent to the UL S80-06 test standard.
2. The UL 1897-98 test standard is equivalent to the UL 1897-12 test
standard.
Quality Assurance Entity: The manufacturer has established compliance of roof panel products in
accordance with the Florida Building Code and Rule 61 G20-3.005(3)for
manufacturing under a quality assurance program audited by an approved quality
assurance entity.
Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2017, including
Section 1507.4.2 and in accordance with Manufacturers recommendations.
installation: install per Manufacturer's recommended details.
Underlayment: Shall comply with Florida Building Code 2017 section 1507.1.1.
Roof Panel Fire Classtfication: Fire classification is not part of this acceptance.
Shear Diaphragm: Shear Diaphragm values are outside the scope of this report.
FL# 11651.2 R3*OCTOBER 5,2017
PRODUCT EVALUATION REPORT
KUHN ENGINEERING, LLC
1200 CLINT MOORY RD ST-TIT]" 9, M)CA RAT()N, 1:1, 3,3487 - F1, COA 430464
Gull 'Cozi*�
SUPPLY & MANUFACTURING
FLORIDA RODU 1165
Design Procedure: For roofs within the parameters listed on the load table, fastening pattern must
at a minimum meet those listed for the applicable wind zone. For all roofs outside
the parameters listed on the load table, design wind loads shall be determined
for each project in accordance with FBC 2017 Section 1609 or ASCE 7-10
using allowable stress design. The maximum fastener spacing listed herein shall
not be exceeded. This evaluation report is not applicable in High Velocity
Hurricane Zone. Refer to current NOA or HVHZ evaluation report for use of this
product in High Velocity Hurricane Zone.
FL#11651.2 R3-OCTOBER 5,2017
PRODUCT EVALUATION REPORT
KUHN ENGINEERING, LLC
1200 CLINT MOORE RD. SUITE 9,BOCA RATON,FL 33487 -FL COA#30464
fAj
'Coarst
TIVI
10, 111 LOK
r 0.032" ALUMINUM LIFL /32" PLYWOOD
ENGINEER LOAD TABLE: 0.032" Aluminum GuIfLokT M 16"Wide Roof Panel over 15/32" Plywood
Buildings having a Roof Mean Height�� 20'-0"; Roof Slope- 2"/12" - 12"112" Gable or Hip Roof; Wind Speeds 120-
180mph, Exposure C, Risk Category 11, Enclosed Building, based on Florida Building Code 2017.
120 130 140 150 160 170 180
WIIND FASTENER SUBSTRATE
(MIN'1/4" (MIN 15/32") ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER
SPEED Penetration) SPACING SPACING SPACING SPACING SPACING SPACING SPACING
CDX Assembly A Assembly A AssemblyA AssemblyA AssemblyA AssemblyA AssemblyA
ZONE1 #10-12xl" PLYWOOD I
ZONE2 #10-12xl" CDX Assembly A Assembly A Assembly A Assembly A Assembly B Assembly B Assembly B
PLYWOOD
ZONE3 #10-12xl" CDX Assembly A Assembly 8 Assembly B Assembly B Assembly B Assembly B Assembly B
1.)PANEL DESCRIPTION: GULFLOKTM, MIN. 0.028" ALUMINUM, 7/8" RIB, 16" MAXIMUM COVERAGE, SNAP SEAM.
2.)PANEL FASTENER:THROUGH PANEL SLOT (1)#10-1 2X1"PANCAKE TYPE A, 1/4" MIN. PENETRATION THROUGH PLYWOOD,
3.) MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE:ASSEMBLY A: 52.5 PSF PANEL FASTENERS AT 5W O.C,;ASSEMBLY B:1 16.0 PS�
PANEL FASTENERS AT 5W O.C.WITH W'4'16" DIAMETER CONTINUOUS BEAD OF TITEBOND WEATHERMASTER METAL ROOF
SEALANT ON THE MALE RIB. PRESSURE BASED ON UL 580/UL 1897 TESTING BY FORCE ENGINEERING&TESTING.
4.)PLYWOOD DECKING: MIN. 15/32" THICK,APA RATED PLYWOOD, GRADE C-D. MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA
BUILDING CODE 2017.
5.)LOAD TABLE BASFD ON WIND PRESSURES CALCULATED PER ASCE 7-10(KD=0.85) MULTIPLIED BY 0.6 PER FLORIDA BUILDING
CODE 2017
!jItROOF a Note:Dimension(a)is defined as 10%of the minimum width of the building or
-ZONE 2 ZDNE 3- 40%of the mean height of the roof,whichever is smaller, however,(a)cannot be
a less than either 4%of the minimum width of the building or 3 feet.
R RIDGE ASSEMBLY A
IDGE
16" COVERAGE
> ZONE I
EAVE
ZONE 2 a
GABU FROIF (1) #10-12 X 11"TYPE A PANCAKE
a SPACING: SEE UPLIFT TABLE
IUDGE ASSEMBLY B
-1 JA-
'a 5/16"DIAMETER BEAD OF TITEBOND SEALANT
—a
ZONE I
(1) #10-12X 1"TYPEA PANCAKE---
SPACING: SEE UPLIFT TABLIEE
ZONE 3 EAVE
FL# 11651.2 R3 OCTOBER 5,2017
PRODUCT EVALUATION REPORT
KUHN ENGINEERING, LLC
1200 C1,INT MOORE RD. SUITE 9,BOCA RATON, F1, 33487 -FL COA#30464
G ull 'C4oLa�`4
SUPPLY & MANUFACTURING
ki
L A PRO PPROVAL NO. 16
ASSEMBLY A
-16" COVERAGE
-(l) #10-12 X V TYPEA PANCAKE -
SPACING: SEE UPLIFT TABLE
ASSEMBLY B
1/4"-5/16" DIAMETER BEAD OF TITEBOND SEALANT -
(1) #10-12 X 1" TYPE A PANCAKE
SPACING: SEE UPLIFT TABLE
NO. 75519
z
10 , STATE OF z
C)
FL#11651.2 R3 OCTOBER 5,2017
METAL ROOF PANEL DETAIL
IsKUHN ENGINEERING, LLC
1200 CLINT MOORE RD. SUITE 9.BOCA RATON,FL 33487 -FL COA#30464